Cyclic behaviour of interior beam-column joints reinforced with plain bars

Author:

Melo José12,Varum Humberto3,Rossetto Tiziana2

Affiliation:

1. Department of Civil Engineering; University of Aveiro; Aveiro Portugal

2. EPICentre, Department of Civil, Environmental and Geomatic Engineering; University College of London; London UK

3. Civil Engineering Department, Faculty of Engineering; University of Porto; Porto Portugal

Funder

Portuguese Science and Technology Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. Ioannou I Borg R Novelli V Melo J Alexander D Kongar I Verrucci E Cachill B Rossetto T The 29th May 2012 Emilia Romagna Earthquake - EPICentre Field Observation Report 2012

2. Rosseto T Peiris N Alarcon J So E Sargeant S Sword-Daniels V Libberton C Verrucci E Re D Free M The Earthquake Engineering Field Investigation Team 2009

3. Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars;Melo;Engineering Structures,2011

4. Seismic response of RC columns with smooth reinforcement. Part I: monotonic tests;Verderame;Engineering Structures,2008

5. Seismic response of RC columns with smooth reinforcement. Part II: cyclic tests;Verderame;Engineering Structures,2008

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